JPS6310364B2 - - Google Patents

Info

Publication number
JPS6310364B2
JPS6310364B2 JP20955481A JP20955481A JPS6310364B2 JP S6310364 B2 JPS6310364 B2 JP S6310364B2 JP 20955481 A JP20955481 A JP 20955481A JP 20955481 A JP20955481 A JP 20955481A JP S6310364 B2 JPS6310364 B2 JP S6310364B2
Authority
JP
Japan
Prior art keywords
scale
plate
suspended
altitude
prism
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP20955481A
Other languages
Japanese (ja)
Other versions
JPS58111715A (en
Inventor
Masao Sato
Juji Kadomatsu
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nikon Corp
Original Assignee
Nippon Kogaku KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nippon Kogaku KK filed Critical Nippon Kogaku KK
Priority to JP20955481A priority Critical patent/JPS58111715A/en
Publication of JPS58111715A publication Critical patent/JPS58111715A/en
Publication of JPS6310364B2 publication Critical patent/JPS6310364B2/ja
Granted legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C1/00Measuring angles
    • G01C1/02Theodolites
    • G01C1/06Arrangements for reading scales

Landscapes

  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Length Measuring Devices By Optical Means (AREA)

Description

【発明の詳細な説明】 本発明は経緯儀が水平に対して傾斜して設置さ
れた場合に生ずる高度角の測定誤差を自動的に補
正する高度角自動補正装置の改良に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an improvement in an automatic altitude angle correction device that automatically corrects altitude angle measurement errors that occur when a theodolite is installed obliquely with respect to the horizontal.

従来この種の装置としては特開昭48−77861号
公報のものが知られており、第1図の断面図のよ
うに高度角目盛読取顕微鏡Lの光路上に配置され
たプリズムPを懸垂し、高度目盛板M上の互いに
180゜対向する目盛S,S′から懸垂プリズムPまで
の光路長が高度目盛板Mの半径Rと等しくなるよ
うに2個の反射プリズムP1,P2′の長さがそれぞ
れ選定されている。この構成により目盛板の偏心
誤差を除くことができ、経緯儀の傾斜による高度
角の測定誤差を自動的に消去することも一応可能
であつたが、光路長の誤差及び懸垂部材に弾性係
数による補正のための調整にはプリズムP1
P1′の交換が必要であり、また懸垂プリズムPの
稜線Nの高度目盛板鉛直線上からのずれによる光
路差が補正誤差を生ずるという欠点があり、十分
な高精度を得ることが難しかつた。
Conventionally, this type of device is known from Japanese Patent Application Laid-Open No. 48-77861, in which a prism P placed on the optical path of an altitude angle scale reading microscope L is suspended as shown in the cross-sectional view of Fig. 1. , each other on the altitude scale plate M
The lengths of the two reflecting prisms P 1 and P 2 ' are selected so that the optical path length from the 180° opposing scales S and S' to the suspension prism P is equal to the radius R of the altitude scale plate M. . With this configuration, it was possible to eliminate the eccentricity error of the scale plate, and it was also possible to automatically eliminate the altitude angle measurement error caused by the inclination of the theodolite. Prism P 1 is used for correction adjustment,
It was necessary to replace P1 ', and there was also the disadvantage that the optical path difference caused by the deviation of the ridge line N of the suspension prism P from the vertical line of the altitude scale plate caused a correction error, making it difficult to obtain sufficiently high accuracy. .

本発明の目的は、上述の欠点を解決し水平軸に
対して傾斜して設置されても高度角を極めて高精
度で測定することのできる高度角自動補正装置を
提供することにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide an automatic altitude angle correction device that solves the above-mentioned drawbacks and is capable of measuring altitude angles with extremely high precision even when installed at an angle with respect to the horizontal axis.

本発明は高度目盛板上の互いに180゜対向する目
盛からの光束を懸垂反射部材によつて合成し、該
対向する双方の目盛像を焦点板上に形成させる高
度角自動補正装置において、前記互いに対向する
各目盛と前記懸垂反射部材との間に該各目盛から
の光束を平行光束に変換するための第1及び第2
コリメーターレンズを配置し、前記懸垂反射部材
と前記焦点板との間に、該第1、第2コリメータ
ーレンズを射出し前記懸垂反射部材で合成された
両平行光束を前記焦点板上に集光するための結像
レンズを設け、前記第1と第2のコリメーターレ
ンズの焦点距離を前記目盛板の中心から前記目盛
までの距離に一致させたものである。
The present invention provides an altitude angle automatic correction device in which luminous fluxes from scales facing each other by 180° on an altitude scale plate are combined by a pendant reflecting member, and images of the two opposing scales are formed on a focus plate. First and second beams are provided between each of the opposing scales and the suspended reflective member for converting the light beam from each of the scales into a parallel light beam.
A collimator lens is arranged, and the first and second collimator lenses are ejected between the suspended reflection member and the focusing plate, and both parallel light beams combined by the suspended reflection member are focused on the focusing plate. An imaging lens for emitting light is provided, and the focal lengths of the first and second collimator lenses are made to match the distance from the center of the scale plate to the scale.

以下本発明を実施例に基づいて説明する。第2
図は本発明による高度角補正装置の正面図であ
り、第3図はその平面図、第4図は側面図であ
る。高度目盛板1上の高度角目盛S,S′からの光
束は、直角反射プリズム2,2′でそれぞれ目盛
板の内側へ反射され第1コリメーターレンズ3、
第2コリメーターレンズ3′で平行光束となり、
図示なき本体の所定位置4から懸垂部材4aで懸
垂された反射プリズム5に達する。懸垂反射プリ
ズム5は互いに直交する反射面5a,5bを有
し、これらの反射面の交線としての稜線Nは目盛
板1に平行で第1と第2のコリメーターレンズの
光軸に一致している。これによつて懸垂反射プリ
ズム5で両目盛S,S′からの光束は合成され、反
射プリズム6で反射されて結像レンズ7によつて
集光され、焦点板8上に2つの目盛S,S′の像が
形成される。ここで、直角反射プリズム2,2′、
コリメーターレンズ3,3′、反射プリズム6、
結像レンズ7及び焦点板8は図示なき経緯儀本体
に固定されており、懸垂プリズム5の稜線Nは経
緯儀本体の傾きにかかわらず常に鉛直線上に位置
する。
The present invention will be explained below based on examples. Second
The figure is a front view of the altitude angle correction device according to the present invention, FIG. 3 is a plan view thereof, and FIG. 4 is a side view thereof. The light beams from the altitude angle scales S and S' on the altitude scale plate 1 are reflected to the inside of the scale plate by the right-angle reflecting prisms 2 and 2', respectively, and are reflected by the first collimator lens 3,
It becomes a parallel light beam at the second collimator lens 3',
A reflection prism 5 suspended by a suspension member 4a is reached from a predetermined position 4 of the main body (not shown). The suspended reflective prism 5 has reflective surfaces 5a and 5b that are orthogonal to each other, and a ridgeline N as an intersection line of these reflective surfaces is parallel to the scale plate 1 and coincides with the optical axis of the first and second collimator lenses. ing. As a result, the light beams from both scales S and S' are combined in the suspended reflection prism 5, reflected by the reflection prism 6, and condensed by the imaging lens 7. An image of S′ is formed. Here, the right-angle reflecting prisms 2, 2',
Collimator lenses 3, 3', reflection prism 6,
The imaging lens 7 and focusing plate 8 are fixed to the theodolite body (not shown), and the ridge line N of the suspended prism 5 is always located on the vertical line regardless of the inclination of the theodolite body.

このような構成において、経緯儀が傾斜して設
置されても高度角目盛の読取が自動的に補正され
ることを第5図の正面図を用いて説明する。い
ま、高度角目盛板1の半径、詳細には高度角目盛
が刻まれた円周の半径をR、コリメーターレンズ
3,3′の焦点距離をfとし、経緯儀が水平線
HHに対して角度θだけ傾斜しいるとする。この
時、正しい読取点Aは視軸′′から=Rθだ
け移動している。一方、焦点板8上の中心に設け
られる指標Kに達する光束を逆追跡すると、懸垂
プリズム5で反射された後、懸垂プリズム本来の
働きにより常に水平軸と平行に射出するの
で、実際の読取点B′は視軸′′から′′=fθ

け移動する。ところがf=Rであるため′′=
Rθとなり、′′=となり実際の読取点B′は正
しい読取点Aに一致する。従つて、経緯儀の傾斜
による誤差を自動的に完全に消去することができ
る。
In such a configuration, it will be explained using the front view of FIG. 5 that even if the theodolite is installed at an angle, the reading of the altitude angle scale is automatically corrected. Now, the radius of the altitude angle scale plate 1, specifically the radius of the circumference on which the altitude angle scale is engraved, is R, the focal length of the collimator lenses 3 and 3' is f, and the theodolite is aligned with the horizon.
Suppose that it is inclined by an angle θ with respect to HH. At this time, the correct reading point A has moved by =Rθ from the visual axis''. On the other hand, when the light flux reaching the index K provided at the center of the focus plate 8 is traced back, after being reflected by the suspension prism 5, it is always emitted parallel to the horizontal axis due to the original function of the suspension prism, so the actual reading point is B′ is from visual axis′′′′=fθ
move only. However, since f=R, ′′=
Rθ, ′′=, and the actual reading point B′ coincides with the correct reading point A. Therefore, errors caused by the inclination of the theodolite can be automatically and completely eliminated.

なお、作動部材は懸垂プリズム5のみであるか
ら、小型でかつ簡単な機構にすることができる。
また、前述のように、コリメーターレンズ3又は
3′から結像レンズ7の間は平行光束であるから、
懸垂点4及び作動時を含めた懸垂プリズム5の稜
線Nの高度目盛板の垂直線上からのずれによ
るピント、倍率、目盛読取精度等の誤差が生じな
い。そして、コリメーターレンズ3,3′を各々
2群の複合レンズとし、その焦点距離を可変に構
成すれば懸垂部材の弾性係数による補正等のため
の調整が非常に容易になる。
Note that since the only operating member is the suspended prism 5, the mechanism can be made small and simple.
Moreover, as mentioned above, since there is a parallel light beam between the collimator lens 3 or 3' and the imaging lens 7,
Errors in focus, magnification, scale reading accuracy, etc. due to deviation of the ridge line N of the suspension prism 5 including the suspension point 4 and during operation from the vertical line of the altitude scale plate do not occur. If the collimator lenses 3 and 3' are each composed of two groups of compound lenses and their focal lengths are made variable, adjustment for correction and the like based on the elastic coefficient of the suspension member becomes very easy.

以上のごとく本発明の高度角自動補正装置によ
れば、高度目盛板の偏心誤差の除去は勿論のこ
と、経緯儀が傾斜して設置されても高度角を極め
て高い精度で読取ることが可能となる。
As described above, the automatic altitude angle correction device of the present invention not only eliminates the eccentricity error of the altitude scale plate, but also makes it possible to read the altitude angle with extremely high accuracy even if the theodolite is installed at an angle. Become.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来の装置の概略平面図、第2図は本
発明による一実施例の概略正面図、第3図は実施
例の概略横断面図、第4図は実施例の概略縦断面
図、第5図は実施例の原理説明図である。 主要部分の符号の説明、S,S′…高度角目盛、
3…第1コリメーターレンズ、3′…第2コリメ
ーターレンズ、4a…懸垂部材、5…懸垂反射プ
リズム、6…反射プリズム、7…結像レンズ、8
…焦点板。
Fig. 1 is a schematic plan view of a conventional device, Fig. 2 is a schematic front view of an embodiment according to the present invention, Fig. 3 is a schematic cross-sectional view of the embodiment, and Fig. 4 is a schematic vertical sectional view of the embodiment. , FIG. 5 is a diagram explaining the principle of the embodiment. Explanation of symbols of main parts, S, S'...altitude angle scale,
3... First collimator lens, 3'... Second collimator lens, 4a... Suspended member, 5... Suspended reflective prism, 6... Reflective prism, 7... Imaging lens, 8
...focal plate.

Claims (1)

【特許請求の範囲】[Claims] 1 高度目盛板上の互いに180゜対向する目盛から
の光束を懸垂反射部材によつて合成し、該対向す
る双方の目盛像を焦点板上に形成させる高度角自
動補正装置において、前記互いに対向する各目盛
と前記懸垂反射部材との間に該各目盛からの光束
を平行光束に変換するための第1及び第2コリメ
ーターレンズを配置し、前記懸垂反射部材と前記
焦点板との間に、該第1、第2コリメーターレン
ズを射出し前記懸垂反射部材で合成された両平行
光束を前記焦点板上に集光するための結像レンズ
を設け、前記第1と第2のコリメーターレンズの
焦点距離を前記目盛板の中心から前記目盛までの
距離に一致させたことを特徴とする高度角自動補
正装置。
1. In an automatic altitude angle correction device that combines luminous fluxes from scales facing each other at 180° on an altitude scale plate using a pendant reflecting member, and forms images of both opposing scales on a focus plate, First and second collimator lenses for converting the luminous flux from each scale into a parallel luminous flux are disposed between each scale and the suspended reflective member, and between the suspended reflective member and the focusing plate, an imaging lens for condensing bi-parallel light beams emitted from the first and second collimator lenses and combined by the suspended reflection member onto the focus plate; An altitude angle automatic correction device characterized in that a focal length of the scale is made to match a distance from the center of the scale plate to the scale.
JP20955481A 1981-12-26 1981-12-26 Automatic correcting device for elevation angle Granted JPS58111715A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20955481A JPS58111715A (en) 1981-12-26 1981-12-26 Automatic correcting device for elevation angle

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20955481A JPS58111715A (en) 1981-12-26 1981-12-26 Automatic correcting device for elevation angle

Publications (2)

Publication Number Publication Date
JPS58111715A JPS58111715A (en) 1983-07-02
JPS6310364B2 true JPS6310364B2 (en) 1988-03-07

Family

ID=16574737

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20955481A Granted JPS58111715A (en) 1981-12-26 1981-12-26 Automatic correcting device for elevation angle

Country Status (1)

Country Link
JP (1) JPS58111715A (en)

Also Published As

Publication number Publication date
JPS58111715A (en) 1983-07-02

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